CN219219401U - Temporary protection device for deformation joint in staggered floor construction of tower - Google Patents
Temporary protection device for deformation joint in staggered floor construction of tower Download PDFInfo
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- CN219219401U CN219219401U CN202320718598.2U CN202320718598U CN219219401U CN 219219401 U CN219219401 U CN 219219401U CN 202320718598 U CN202320718598 U CN 202320718598U CN 219219401 U CN219219401 U CN 219219401U
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- steel pipe
- deformation joint
- protection device
- protection
- temporary
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- 238000010276 construction Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 239000003063 flame retardant Substances 0.000 claims abstract description 14
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 230000001012 protector Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 230000010354 integration Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 210000001503 joint Anatomy 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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Abstract
The utility model discloses a temporary protection device for a deformation joint in staggered floor construction of a tower, which relates to the technical field of building safety construction and comprises steel pipe columns, horizontal protection steel pipes, fasteners and a flame-retardant safety mesh net, wherein the temporary protection device and a deformation joint wall large die are integrated without disassembly, the temporary protection device is formed by connecting vertical steel pipe columns and horizontal protection steel pipes to form a main protection framework, the flame-retardant safety mesh net is fully hung on the steel framework, the distance between the vertical steel pipe columns is not more than 2m, the horizontal protection steel pipes are not less than 3 channels, and the protection height is not less than 1.2m. The utility model realizes the disassembly-free integral hoisting by combining with the large template plate, has simple processing and manufacturing and strong safety and stability, and well solves the problems of large workload and poor protection effect when the steel wire rope is adopted as the protection at the traditional deformation joint.
Description
Technical Field
The utility model relates to building construction safety, in particular to a temporary protection device for a deformation joint in staggered floor construction of a tower.
Background
At present, the domestic high-rise houses have more double-unit houses, deformation joints are arranged between the two units, and two units are generally constructed in a staggered manner during construction, so that the edge protection at the deformation joints is particularly important.
Generally, when the double-unit type residence is constructed, due to the reasons of staggered floor construction, a steel wire rope is generally pulled through to serve as a life rope, but when the steel wire rope is used as a protection, a gap is large, the steel wire rope is poor in protection effect as a flexible rope, large potential safety hazards exist, each floor needs to be repeatedly installed and removed, the condition that protection is not timely is easy to occur, and meanwhile, the workload is large.
Therefore, in order to solve the problem that the existing two-unit span is poor in edge protection effect due to the staggered layer construction of the deformation joint, it is necessary to provide an innovative edge protection device to overcome the defects in the existing traditional attachment technology.
Disclosure of Invention
The utility model aims at providing a temporary protection device for a staggered floor construction deformation joint of a tower, the configuration is less, the disassembly-free integral hoisting is realized through a mode of combining with a template large plate, and the construction protection at the deformation joint of a common parallel double-unit building residence can be met, so that the problem in the background technology is solved.
In order to achieve the above purpose, the present application provides the following technical solutions: a temporary protection device for a deformation joint in staggered floor construction of a tower comprises the following structures:
temporary protection device for deformation joints in staggered floor construction of tower, and is characterized in that: including steel pipe stand, horizontal protection steel pipe, fastener and fire-retardant safe dense mesh, temporary protector realizes exempting from to tear open the integration with deformation joint wall large mould, and temporary protector comprises main protection skeleton by vertical steel pipe stand and horizontal protection steel pipe connection, hangs fire-retardant safe dense mesh on the steel skeleton, and vertical steel pipe stand interval is not more than 2 meters, and horizontal protection steel pipe is not less than 3, and the protection height is not less than 1.2m.
The temporary protection device is integrally connected with the deformation joint wall large die, is not limited to an aluminum die or a wood die, and can be installed and detached through integral hoisting.
Further, the horizontal distance between the outermost structure of the temporary protection device and the structure of the inner deformation joint is smaller than the design width of the deformation joint.
Preferably, the steel pipe column is a whole steel pipe, the lower part is connected with the large deformation joint plate, the steel pipe column is connected or welded through a fastener according to the transverse back edge material of the large template, and the upper part is connected with the horizontal protection steel pipe through a fastener.
Further, two adjacent horizontal protection steel pipe joints of the horizontal protection steel pipe are not located in the same span.
Further, the welding fixed point of the lower end of the single upright post of the steel pipe upright post is not less than 2.
Further, the fastener is a right angle fastener.
Preferably, the butt-joint fasteners are used for lengthening the plurality of horizontal protection steel pipes.
Further, the flame-retardant safety mesh net is fixed on a protection framework formed by the steel pipe upright post and the horizontal protection steel pipe through iron wires. In summary, the utility model has the technical effects and advantages that:
1. the utility model realizes the disassembly-free integral hoisting by combining with the large template plate, and well solves the problems of large workload and poor protection effect when the steel wire rope is adopted as the protection at the traditional deformation joint
2. In the utility model, each part is easy to process and manufacture, high in safety and stability and low in cost.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic cross-sectional structure of a temporary protection device for a deformation joint in a staggered floor construction of a tower in an embodiment of the application;
fig. 2 is a schematic elevation structure of a temporary protection device for a deformation joint in a staggered floor construction of a tower in an embodiment of the application.
In the figure: 1. steel pipe stand 2, horizontal protection steel pipe 3, fastener 4, fire-retardant safe dense mesh.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples: referring to fig. 1-2, the temporary protection device for the staggered floor construction deformation joint of the tower comprises steel pipe columns 1, horizontal protection steel pipes 2, fasteners 3 and flame-retardant safety mesh nets 4, wherein the temporary protection device and a deformation joint wall large die are integrated without disassembly, the temporary protection device is formed by connecting vertical steel pipe columns 1 and the horizontal protection steel pipes 2 to form a main protection framework, the flame-retardant safety mesh nets 4 are fully hung on the steel framework, the distance between the vertical steel pipe columns 1 is not more than 2m, the horizontal protection steel pipes 2 are not less than 3 channels, and the protection height is not less than 1.2m.
In this embodiment, the temporary protection deviceRealize the integral connection with the large deformation joint wall mould, not be limited to aluminium mould or wood mould, accessible integral hoisting accomplishes installation and dismantlement, the structure horizontal distance of the structure of the outside of interim protector from inboard deformation joint is less than deformation joint design width itself, steel pipe stand 1 adopts preferentially
The lower part of the steel pipe is connected with a large deformation joint plate, the steel pipe is connected or welded through a fastener 3 according to the transverse back edge material of the large template, the upper part of the steel pipe is connected with a horizontal protection steel pipe 2 through the fastener 3, and the welding fixed point of the lower end of a single upright post is not less than 2. The upper ends of the steel pipe upright posts are fixed on the horizontal protection steel pipes by fasteners to form a protection framework.
The horizontal protection steel pipe 2 adopts preferentially
The joints of two adjacent horizontal protection steel pipes 2 are not in the same span, the vertical distance of the steel pipes is not more than 600mm, and the protection height is not less than 1.2m. Is connected with the steel pipe column by adopting a fastener.
In this embodiment, the fastener adopts right angle fastener to connect steel pipe stand and horizontal protection steel pipe, can adopt butt joint fastener to lengthen many horizontal protection steel pipes when the movement joint is longer. The flame-retardant safety mesh net is made of flame-retardant materials and is fixed on a protective framework formed by the steel pipe upright posts and the horizontal protective steel pipes by iron wires.
The working principle of the utility model is as follows: firstly, the lower end of a steel pipe column 1 is welded and fixed with a large formwork transverse back edge, a fixed point is welded at the lower end of a single steel pipe column, the transverse distance between the steel pipe columns 1 is not less than 2m, then a horizontal protection steel pipe 2 is connected with the upper end of the steel pipe column 1 through a right-angle fastener 3, the horizontal protection steel pipe 2 is not less than three times, the protection height is not less than 1.2m, so that a main protection framework of the device is formed, a flame-retardant safety dense mesh net 3 is fully hung on the steel framework, and the protection effect of the device is ensured.
Finally, it should be noted that: the foregoing description of the preferred embodiments of the present utility model is not intended to be limiting, but rather, although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (9)
1. Temporary protection device for deformation joints in staggered floor construction of tower, and is characterized in that: including steel pipe stand, horizontal protection steel pipe, fastener and fire-retardant safe dense mesh, temporary protector realizes exempting from to tear open the integration with deformation joint wall large mould, and temporary protector comprises main protection skeleton by vertical steel pipe stand and horizontal protection steel pipe connection, hangs fire-retardant safe dense mesh on the steel skeleton, and vertical steel pipe stand interval is not more than 2 meters, and horizontal protection steel pipe is not less than 3, and the protection height is not less than 1.2m.
2. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the temporary protection device is integrally connected with the large deformation joint wall die, is not limited to an aluminum die or a wood die, and can be installed and detached through integral hoisting.
3. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the horizontal distance between the outermost structure of the temporary protection device and the structure of the inner deformation joint is smaller than the design width of the deformation joint.
4. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the steel pipe column is a whole steel pipe, the lower part is connected with the large deformation joint plate, the steel pipe column is connected or welded through a fastener according to the transverse back edge material of the large template, and the upper part is connected with the horizontal protection steel pipe through a fastener.
5. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: and two adjacent horizontal protection steel pipe joints of the horizontal protection steel pipes are not in the same span.
6. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the welding fixed point of the lower end of a single upright post of the steel pipe upright post is not less than 2.
7. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the fastener is a right-angle fastener.
8. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 7, wherein: and a plurality of horizontal protection steel pipes are lengthened by adopting butt-joint fasteners.
9. The temporary protection device for the staggered floor construction deformation joint of the tower according to claim 1, wherein: the flame-retardant safety mesh net is fixed on a protective framework formed by the steel pipe upright post and the horizontal protective steel pipe through iron wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320718598.2U CN219219401U (en) | 2023-04-03 | 2023-04-03 | Temporary protection device for deformation joint in staggered floor construction of tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320718598.2U CN219219401U (en) | 2023-04-03 | 2023-04-03 | Temporary protection device for deformation joint in staggered floor construction of tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219219401U true CN219219401U (en) | 2023-06-20 |
Family
ID=86752481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320718598.2U Active CN219219401U (en) | 2023-04-03 | 2023-04-03 | Temporary protection device for deformation joint in staggered floor construction of tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219219401U (en) |
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2023
- 2023-04-03 CN CN202320718598.2U patent/CN219219401U/en active Active
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